HomeMy WebLinkAboutLot 8-11, 51-61 Precise Grading GENERAL NOTES
1. All grading shall conform to the Uniform Building Code, Appendix Chapter PRECISE GRADING PLAN
215
33, as amended by Ordinance No. 457.
2. All property corners shall be clearly delineated in the field prior to
commencement of any construction of any construction/grading. - �
3. During rough grading operations and prior to construction of permanent 0
2 0 7
drainage structures, temporary drainage control should be provided to
prevent ponding water and damage to adjacent properties.
4. Dust shall be controlled by watering or other approved methods.
79 SITE
5. No fill shall be placed on existing ground until the ground has been
cleared of weeds, debris topsoil and other deleterious material.
6. Maximum cut and fill slope = 2:1. ~'
7. Stability calculations with factor of safety of at least one and five �� Q
TRA T NO
tenth (1.5) shall be submitted by a Soils Engineer to the Building and Rp .
Safety Department for cut and fill slopes over 30' in vertical height. �o v
3 6
PHA SE 9
L 0 TS 8 11 & 51 61
8. Provide 5' wide by 1' high berm or equivalent along the top of all fill Ro
slopes over 5' high.
9. Provide a brow ditch, designed to handle 100yr Q Storm flows, along the
top of cut slopes.
10. Minimum building pad and drainage swale slope shall be - 1% if cut or fill
N.T.S.
is less than 10', 2% if cut or fill is greater than 10'. Drainage swales .VICINITY MAP
shall be a minimum of 0.2' deep and be constructed a minimum of 2' from
the top of cut or fill slopes.
11. "No obstruction of flood plains or natural water courses shall be permitted."
12. All existing drainage courses on the project site must continue to function,
especially during storm conditions. Protective measures and temporary WO TICE CONTRACTOR;
drainage provisions must be used to protect adjoining properties during
grading operations. `a CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
THIS
F
13. Finish grade shall be sloped away from all exterior walls at not less than FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION O QQ� PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.- THAT THIS
1/27 per foot fora minimum of 3'. _ REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
14. Cut and fill slopes equal to or greater than 3' in vertical height shall be HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
planted with grass or ground cover to protect the slope from erosion and REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS 3�:
instability in accordance with Ordinance No. 457 prior to final grading inspection. PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCEOF THE OWNER DR THE ENGINEER. �-
0
15. EROSION CONTROL: All slopes required to be planted shall be provided THE EXISTENCE AND ATI n
with rosea ice plant (or equal) ground cover at 12" on center. Slopes LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
exceeding 15' in vertical height shall be planted with approved trees r�� ��� ���►� SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
0
spaced not to exceed 20 on center or shrubs not to exceed 10 , or a 36 37 38 TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
39 40 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL
combination or shrubs and trees not to exceed 15' in addition to a grass 41 PRECAUTIONARY MEASURES TO PROTECT THEUTILITIES =
U L ES SHOWN, AND ANY OTHER
mix or ground cover. Slopes exceeding 4' in vertical height shall be provided �CT W. 23067- ; 42 I
with an in-ground irrigation system. Slopes equal to or less than 4', may LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONS/BL E F
OR
44 45 4 4 4 4 43 6 8 9 50
be irrigated by hose bib located at the top or toe of the slope, spaced to 35 51 THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES.
make use of a hose no longer than 50' in length. The irrigation system shall be G 52 LL,
provided with an appropriate backflow device per U.P.C., Chapter 10. 53 ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY �
� 34 28 AND ARE TO BE CONSTRUCTED PER SEPARATEPERMIT. `i
16. All grading shall be done in conformance with recommendations of the 33 25 21 w
updated soils engineering report by Geo Soils Inc. dated January 27, 1998. �� 27 55 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL z
Two sets of the final compaction report shall be submitted to the 32 24 2 19 18 17
REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
Building and Safety Department which shall include foundation design recorn-- U'J►\ 28 N 56
mendations and certification that grading has been done in conformance with the G� 31 22 57 58 59 60 61 62 63 4 =
recommendations of the site investigation report. 23 15 18 6 65 B8 0
?►� 29 13 14 w
17. If steep sloping terrain occurs upon which fill is to be placed, it must be cleared, 30 9 10 ii 12 i
keyed and benched into firm natural soil for full support. Preparation shall be 5 6 7 8 '�
approved by2 a suitably qualified and registered professional prior to placement 3 4 h
of fill material. 1 2,3 1B i9 20 21 22
1 i7 24 LEGEND OF ABBREVIATIONS SYMBOLS
18. All grading shall be done under the supervision of a competent soils 15 16 25
engineer who shall certify that all fill has been properly placed and who ` 12 13 V4 T.C.shall submit a final compaction report for all fills over 1' deep. 8 9 10 it TDP OF CURB �y100 EXIST. CONTOUR
g 8 F.L. FLDWLINE ELEV,
140-�.�. PROP, CON TOUR
19. Final compaction report will be required for all fills greater that 1'. 1 2 3 4 33 26 T.G. TDP OF GRATE -- PROPERTY LINE v,
g 94 ` 35 34 31 30 G.B. GRADE BREAK - - - >
29 DAYLIGHT LINE w
20. A suitable qualified and registered professional shall submit to the 92 g3 5 3B 28 F.G. FINISH GRADE 2%__ SHEET FLDV RATE `�
Building and Safety Department 'written certification of completion of rRAC '+' Jy0, 90 91 S1 44 �R,G. ROUGH GRADE ----6• GRADED SWALE bi
rough grading in accordance with the approved grading plan prior to 89 70 89 63 61 60 52 38 39 40 41 F.S. FINISH SURFACE - - CENTERLINE o
requesting inspection and issuance of the building permit. Certification 067- 1 B8 71 37 42 INV, INVERT DF N �°�Q
72 53 43 I DRAIN � �,.�...�. � SWALE HIGH PAINT
shall include line, grade, elevation and location of cut/fill slopes. \ 8 68 59 44 P. PAD ELEVATION FLOWLINE r
88 73 64� 54 0
21. A suitably qualified and registered professional shall submit certification 74 87 58 7` F,F, FINISH FLOOR ELEV, �""" X..,� SUBDRAIN 00
of building pad elevation. Where specific elevations are required, the 85 75 55 45 G.F.F. GARAGE FINISH FLOOR _ AREA DRAIN 0
elevation with respect to mean sea level shall be given. If an elevation B,V.C. BEGIN VERTICAL CURVE r T
( p ) g 78 88 85, 57 a TOP OF SL OPE o
83 56 '
with respect to adjacent ground surface is required, the actual distance 77 � E,V,C, END VERTICAL CURVE � ,.�,:��f .� TOE DF SLOPE
above the adjacent ground shall be given. 82 78 �.v�"'"~ P,I, POINT OF INTERSECTION RETAINING WALL o
31 7 ��� � �
22. A suitably qualified and registered professional shall submit to the 30 80 rRACr NO, 230g7-r� E.P. EDGE DF PAVEMENT FIRE HYDRANT a.
Building and Safety Department written certification of completion of T. TOP OF WALL ELEV, --o STREET LIGHT w
Of
final grading in accordance with the approved plans for all grading 28 .29 o � ,�
T.F."Web TOP OF FOOTING ELEV, SOUND OR SCREEN WALL `�
designated as engineered grading 26 27 32A D.F. DEEPEN FOOTING DEEPENED FORTING Q
t''` L, LENGTH o�F o QEF WATER METER
23. The contractor shall notify the District Building and Safety Department 2s 35 34 "9�� � DWY. DRIVEWAY � CATCH BASIN & LC]CAL DEPRESSION
at least 24 hours in advance requesting finish lot grade and drainage 3B � N,T,S. NOT TO SCALE
inspection. This inspection must be approved prior to building permit 24 3' DEPTH OF REQ'D OVER ,EXCAVATION
_ � 2 3
P,U.E, PUBLIC UTILITY EASEMENT
final inspection for each lot. 2i �22 39 38 �
. *
24. Contractor shall notify Underground Service Alert, two days before you 18 19 2 41 40 U)dig at 1 --800-422-4133. 16 1 42UJ
15 43 d � o
1314 .�-� roP � ' :
11 12 47 46 �3 GRAPHSURKY, SOUR e � o w
9 10 48 � AERIAL PHOTOGRAPHIC METHODS, FLOWN BY: ' P � P �o z
e 5a 49 EARTHWORK ESTIMATE oN o �- "V%y ��yLd
Underground Service Alert 7 51 �• ,�_�` ROBERT J. LUNG & ASSOCIATES "��' (� TP xvG� ►�°4 .
4 r
6 52 2832 Walnut Avenue, Suite E (EARTHWORK QUANTITIES FOR PERMIT PURPOSES 'ONLY � ���i��WOS
o� Z
. -
Call: TOLL FREE 54 -� w Tustin, Co. 92780 AV �� � W
TOTAL CUT....................750 G.Y.
5 57 56 �� (714) 832--2D77
1m800
TOTAL FILL....................750 C.Y. 00'
2
6 NOTE
227-2600 1 e� w • 0 �
II V E THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEERS ESTIMATE OF THE ACTUAL VOLUMES z
PETRA GEOTECHNICAL, INC. OF MATERIAL CUT AND FILLED. THESE .QUANTITIES ARE FOR ESTIMATING AND BONDING
.000 2280
HOMES PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES
TWO WORKING DAYS BEFORE YOU DIG 0002280 Wardlow Drive, Suite 15D
7620 Commerce Center Drive, Suite 103 FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE B
0 100 200 400 600 800
Corona, Co. 91720 Temecula, Ca. 92590 ASED ON
FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING
(909) 699--fi 193 0
"CAUTION": Remember that the USA Center
(909) 279--4000 CONSTRUCTION MAY VARY.
notifies only those utilities belongin to00
the center. There could be other uTilities SCALEt 1'=200' ,p
r; present at the work site. The center will
inform you of whom they will notify. oz
43I
APPROVAL
FOR SEAL couHrY SEAL APPROVED BY DATE m
LEGAL ESCRIPTION: HUNSAKER & ASSOCIATESOF
SHEET NO.
PARCEL 12 OF PARCEL MAP 24387, AS RECORDED /N MAP �pF' ss COUNTY R I V E R S I D E
4 Q N„oo� " � IRVINE, INC sr
��� fs�a Fli FOR �A� DEK., WMIpE CWNW � TRACT NO. 23067--4 0BOOK 1fi4 PAGES 5 THROUGH 20, INCLUSIVE OF MAPS �, �„ ti c , RINLAND EMPIRE REGION �,
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA
M a '' R.C.E. NO. 2 2900 ADAMS STREET SUITE A-15 N
NO. 58020 ''''`''' RIVERSIDE CA 25 4 PHASE 9
++� EXP. 6/30/02 0 9 0 (909)352-7200 o,
The private engineer signing these plans is responsible for assuring the accuracy DATE
vc PREPARED Y DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 8- 11 & 1 �.�. 1 OF SHTS M
and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY ��' �� O
county approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. DA \9'� cZvi� �� SCALE 1"=200' A � sr � CO. SUR. T-27-81 I �a� PRECISE GRADING PLAN FILE NO.
h of CA BENCH MARK �+*OJ W. WY. of sr� RD. #121 W. of o
for determining an acceptable solution or revising the plans for approval by ENGINEER REVISIONS COUNTY DATE �``�` PAUL RU D D LESTON J R. ��N ASPHALT DWY. *45' N. OF CA RANCHO CAUF RD. IN M 3
the coon DESIGNED BY DRAWN BY CHECKED BY
R.C.E. Co. 58020 EXP. DATE 6L30/02 DATE JANUARY 2001 �A� 12 ss- W. of unun POLE #17511WE FOR CENTEX HOMES 0919-23067
ESTIMATE OF QUANTITIES
NO. DESCRIPTION QUANTITY UNIT
A LANDSC�4PE AREA DRAIN PER DETAIL HEREON. 0 EACH
l 8 CURB OUTLET PER DETAIL HEREON. 0 EACH
T.G. ELEV. 1'-p" SPEED-D-TUFF GRATE' LOT No. C 3" A.B.S. PIPE LF.
SEE PLAN N.D.S. No. 1212 (GREEN)
( OR APPROVED EQUAL 0
1 M/N "'A
F.G. Q� SPECIFICATIONS D CM67RUCT RETA WNG W4LL PER RN. CO. FORM 284--197 REV. 10/V4 94 LF.
E CONSTRUCT RETAIWNG W4U W/IN'a4D FENCE ASM PER DETAIL HEREON. 0 LF.
P.L. F REI KW& REPLACE DRNEWAY AS NECESS4W 8 LF.
GRATE HOUSING 15' TYP. (1d MIN.) 5' MIN.
REDUCER ADAPTER N.D.S. No. 1221 CONCRETE.
TDP/TOE OF
a� OR APPROVED EQUAL F.L. 1' SLOPE SHOWN
PIPE RISER PLASTIC TEE F F 3 MIN N. O N PLAN
Ir- ��'' z ```Z CC �, 5• MIN. PORTLAND CEMENT PER ASTM C 150
NOTE FOR BINDING F.L.
3' MIN. z CONCRETE AGGREGATE PER ASTM C 33
A.B.S. TO P.V,C., g -a
F.F. ELEv. f c - 2000 PSI AT 28 DAYS.
7`�
CONTRACTOR TO a� � -- - -- - � �` J
PER PLPIPE AN I-3NV. ELEV: so�/Ei�oR Eau L. PAD ELEV. o � �
(SEE PLAN) m 2%MIN. CEMENT TYPE II PER SOILS ENGINEERS RECOMMENDATION
A B *2:1 MAX.* m
PAD ° 6"MIN. 6"MIN, 2.1 PAD REINF. STEEL:
LANDSCAPE AREA DRAIN DETAIL ELEV. \
A F� �Ax ELEV. �----
NOT TO SCALE �,
1,/.G.F.F, ELEV. B.S.L. 12"MIN. 6 MIN, a �_
4%MINN20%MAX for 3' DEFORMED BILLET STEEL BARS PER ASTM A 615 AS FOLLOWS: NOTE:
then 2%MinN20%MAX. 12"MIN. #4 OR SMALLER GRADE 40 RCEQ'DD..FOR FOOR R ALLEMBED DDOHARDWAREWOOD ALL CELLS SAUD
EXCEPT BERMS LESS THAN 1' HIGH FENCE POST PRIOR TO GROUTING BACK
FILL• 90% COMPACTION
MAY BE CONSTRUCTED AT 1 1/2 TO 1
#5 OR LARGER GRADE 60 THE BLOCK WALL CELLS
SECTION !!A -- A" CONCRETE BLOCK: T.w. AS sHown/ ON PLAN
o at FACES " SIDEWALK o " BACKFILL MATERIAL PER
PER IMPROVEMENT PLANS PER GRADING PLAN -G. DIRECTION OF FLOW `G' f'I'1'1 -- 1500 PSI AT 28 DAYS ISMS EIVGR. APPROVAL i
CONTRACTOR SI TO PROVIDE CONSTRUCTION 1 GRADE "N" HOLLOW UNIT BLOCK PER ASTM C 90, BLOCK TYPE, 0 J2 0.C. (TYP.) -
JOINT IN SIDEWALK CENTERLINE OF TYP TYPICAL LOT FINISH GRADING COLOR AND /OR ARCHITECTURAL FINISH PER LANDSCAPE PLANS " MITI,;, II- I►I-I
PIPE R/W "OPEN GRATE" TYPE CAP OVER A BAR
TOP OF TEE TO ACT AS BUBBLER
3.5" 0 HOLE CORE CURB (REQUIRED AT PIPE ANGLE POINTS) N.T.S. "NO SPECIAL INSPECTION" WA RPR NQ PERm
DRILLED IN CURBI 2" NOTE 11 OF SPEC. 00
o
SET INVERT OF PIPE SID P.L. MORTAR: 2--#4 CONT. w/ " MI
1/2" ABOVE FL. GUTTER C 3" A.B.S. 1. SWALES TO BE CUT IN AT 1% MIN. 5' MIN. _ 5MIN. 12 TIE WIRE 1 w
6 P.V.C. 9Q' TEE AT ROUGH GRADE AND PRIOR TO .. " a o-10
C 3" A.B.S. BUILDING CONSTRUCTION. F.L. f. F.L. " B BAR Ld 2" Q ° �-
(FOR CLEANOUT) Tv c� c�
" T " 3 MIN. 1, 3' MIN. TYPE PE J PER ASTM G 27Q a o a
6 0 3 A.B.S. REDUCERS 2. A PAVED DRAINAGE SWALE fi fi z 1 PART CEMENT _ °D
EXTRA DEPTH J 1 2 PART LIME PUTTY ° °
AREA DRAIN CURB OUT DETAIL CATCH BASIN & PIPE , OR OTHER OF FOOTING TO / - - ° -°- - ,
B SIMILAR DRAINAGE DEVICE IS M _ - _ - , - wl
REQUIRED WHEN A STOOP BE DIMENSIONED a z
NOT TO SCALE FIREPLACE OR PORTION OF m ON PLANS I 1.0' OR M 4 112 PARTS SAND
THE BUILDING EXTENDS WITHIN I LESS 5_0 CONT.
MINIMUM ESTABLISHED DRAINAGE PAD � � fi MIN. � /"rROr rT� 12" 12"Y "C" BAR
SETBACKS. ELEV. \ 2%MIN. PAD 6"MIN. V V l " "
3. SEE STD. PLAN 101 FOR 12-MIN.]: �� *2:1 MAX.* ELEV. "
DRIVEWAY APPROACHES. / -`\ 6 MIN. L
-,� 12„MIN. CONFORMING TO ASTM C 476
0
2%MIN. RETAIMING WALL TYPE 2 0
2:1 MAX. 1 PART CEMENT GROUT SHALL BE OF FLUID 0
4%MIN-20%MAX for 3 3 PARTS SAND CONSISTENCY LEVEL BACKFILL N.T S. 0
R/�V * r then 2%MinN20%MAX. 2 PARTS PEA GRAVEL NOTE: Nt
EXCEPT BERMS LESS THAN 1 HIGH 1-- FOR WALL HT. 4'-0" & LOWER, DOWEL THE "A" BAR INTO FTC IN
3' R/W MAY BE CONSTRUCTED AT 1 112 TO 1 THE SAME CONFIGURATION AS 18" BAR `D0
IN-GROUND UTILITY HOUSINGSX NOTES &--PER 4" PERFORATED PVC SCH. 40 PIPE W/1' WIDE x (H/3 OR 18" MIN. HIGH) cv
PAD FLOWUNE SWALE 1% MIN. TOABE IS ALIED CABLE TV ETC.)
TO ALLOW Lh SECTION 99 B -- B" LINEAR FOOT OF OPEN GRADED GRAVEL WRAPPED IN FILTER FABRIC. I
UN-OBSTRUCTED DRAINAGE OUTLET SUBDRAIN W/2" PVC SCH. 40 PIPE ® iQ' O.C. _
a-
4.2% 2X
2X 1/4"PER 1'
1. GROUT ALL CELLS SOLID.
2. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED GROUND OR L>
z _ UNDISTURBED ENGINEERED COMPACTED FILL.
Soo IF USED SHALL BE INSTALLED 3. WALL SHALL BE LAID TRUE AND PLUMB. x
FLUS WITH ALE TO ALLOW �_ ...,.�. h X
4. PROVISIONS SHALL BE MADE FOR ADJOINING
UN-OBSTRUCTED DRAINAGE `t'``.` l= UP TO 5' 1' CONSTRUCTION.
FIG. N0. 2
MORE THAN 5' h/2 MAX 5' P.L.
5. ALL SPLICES SHALL BE 48 BAR DIAMETERS. �
6. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH
NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W p
..UPICAL SOD AN UTILITY D TAI 2' 4' APPLICABLE SECTIONS OF THE 1997 UNIFORM BUILDING CODE
NTS 1. SECTION "A-A" APPLIES WHEN THE F L 15' TYP. z AND A.C.I. STANDARDS 381 -95.
DIFFERENCE IN PAD ELEVATIONS SEE NOTE #4 10' MIN. J 7. ALL BARS SHALL BE BENT COLD.
EXCEEDS 1.0'. HEREON J 8. CONTRACTOR SHALL VERIFY COMPATIBILITY OF DESIGN WITH RETAINING WALL TYPE 2 SCHEDULE
2, SECTION
DIFFERENCE I AD APPLIES
ELEVATIONSTHE
S REMOVED BE m EXISTING CONDITIONS PRIOR TO PLACEMENT OF FOOTING ST ET. HEIGHT 8" BLK. 2" BLK. "A" BAR"B" BAR "A" BAR "L" "K" 00
EEL. a
OR LESS, & THE EXTRA DEPTH TOP OF SLOPE PAD 9• BACKFILL SHALL BE PER SOILS ENGINEER'S RECOMMENDATIONS. 2'-0" 2'--O" - #4®24" -- #4016" 3'-0" - N
OFF FOOTING 15 SHOWN ON THE SHOWN ON �� _ 5� MAX ELEV.
GRADING & STRUCTURAL PLANS. PLAN MIN.- 6"MIN. _a 10• SUBDRAIN SHALL BE 4" PERFORATED PVC SCHEDULE 40 PIPE
3. IN NO CASE SHALL THE SWALE // WITH 2" PVC OUTLET PIPE @ 10' O.C. (THRU CELL NOT 2-8 2-8 - -- .
• " J4 24" ,, 4®16" 3'-1" 0
f w
PLANTER AREA TO SLOPE AWAY FLOWLINE BE LOWER THAN THE 4%MINN20%MAX for 3` 12"MIN. �-+ ' " 3'-4" 3'-4" "
FROM FOUNDATION AT A MINIMUM BOTTOM OF FOOTING WHITHIN then 2%Min^20%MAX. CONTAINING STEEL) PLACE 1.01 WIDE X H/3 OR 18 MIN. HIGH PER - T1s - #4�1s 3-3 -
5 FROM BLDG. LINE. w
OF 2%. PLANTS AND SHRUBS SHALL LINEAR FOOT OF OPEN GRADED GRAVEL WRAPPED IN FILTER FABRIC. 4'-o" 4'-o" " " " Of
3' BE PLACED SUCH THAT THEY DO 4. PROVIDE 5' WIDE BY 1' HIGH BERM » �� 1 1. WATERPROOF BACK OF ALL THE RETAINING WALLS W 2 COATS " " " SSB - 4®ts 3-6 - Li
NOT IMPEAD THE FLOW OF DRAINAGE
AWAY FROM THE FOUNDATION OR EQUIVALENT ALONG THE TOP OF SECTION C - C , 4-8 2-8 2-Q X4016" �4�16" �14�6" 3'-8" - o
FINISH FLOOR ALL FILL SLOPES OVER 5 HIGH. TYPICAL REARYARD GRADING OF ASPHALTIC EMULSION PER MANUFACTURES SPECIFICATIONS.
PAD 4.2%
PROPOSED WALKWAY 12. BACKFILLING SHALL NOT BE PERMITTED UNTIL AT LEAST 7 DAYS 5'-4" 2'-s" 2'-8~ #4016" #5016" 6" 3'-11" 3"
`-~-- : i x.• 2-�O 0' P.L. AFTER THE WALLS ARE BUILT.
40' 13. CONTROL INT 6'-0" 2'-8" 3'--4" 416" , 5®IB" #5®16" 4'-3" 5"
J0 S SHALL BE PLACED AT ALL ANGLE POINTS AND
0
TOP OF BERM"ELEV.= I00
AT A MAXIMUM 24 O.C.
PAD ELEV.+12 I 0
lop °'.L° ~� TEMPORARY BERM 14. OUTLET OF ANY SURFACE DRAINAGE PIPE INTO THE SUBDRAIN
IN GROUND PLANTEROETAIL ��� x PE SYSTEM IS ABSOLUTELY PROHIBITED.
NTS 4 G• �11• Ld
SHOWN ONTOP OF OPLAN -.. PAD ELEV, i Ld
�G 29a ��' M w
NOTE: ALT. SECTION TO BE BUILT a-
ONLY WHERE SHOWN ON PLAN. PLAN 3 �
�► PLAN 2 2794L o
ER
ENALL =ONC--C_
NTS
2090L 2648L P=00.0 t
°° �-
- P=00.0 1 ' P=00.0 FF=oo.so
-TYPICAL ELEVATION DIFFERENCE FF_00.50 - FF=00.50 'o'
-
TOP F CURB P� 1 -- ___ sMIN.
NTS I 5 MIN. I 5'MIN. 15'MIN. 5'MIN.
GFF= I __ ,I w
GFF= GFF= 0
GFF= 40' _
00.00 CASITA GAR. PAD
ELEV. 0.2 H.P. as *. ...► °I r� , is �» ... , 1W-
N FF= o FF= ;. FF= z
z N 100.50-4 5 MIN. N 100.50 1 '� 100.50 1
Underground Service Alert TOP of SLOPE "� N� '% M'" DEEPENED FOOTING -,4; - ..
PER PLAN z w-
• -
Call: TOLL FREE CASITA OR o 0 0
N N N U
OPT. GARAGE FOR GARAGE OPTION--
�, DEEPENED FOOTIN P=00.00 GFF= HOUSE GFF -0.41
1�800 00
PER PLAN - FOR FF=00.50
CASITA ONLY
H
FOR CASITA OPTION-- 2090 SQ.FT. 2548 SQ.FT. 2794 S :FT. «.. o
227 2600 SQ
'FT,
BUT NEED NOT SAME PAD & FINISH FLOOR 2 STORY z
TOE OF SLOPE EXCEED 40' MAX. 2 STORY 2 STORY b�
ELEVATIONS AS MAIN HOUSE
2-3 CAR GARAGE 2--3 CAR GARAGE 2-3 CARR ,V�
TWO WORKING DAYS BEFORE YOU DIG
-CASITA & OPT. A SWALE DETAIL REDHAWK I
>. NTS Q �Cp � \
"CAUTION". Remember that the USA Center SETBACK-_FROM DECENDI P 1A00
notifies only those utilities belonain to
•,
TYPICAL HOUSE TYPES �'# ���'
the center. There could be other utilities NTS � ,,fid`"
present at the work site. The center will SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS_
Inform you of whom they will notify. qp 0112, zl
d° z
Fn
RECOMMENDED FOR SEAL COUNTY SEAL APPROVED BY
APPROVAL DATE
. - P rjk HVNSAKER & ASSOCIATES
COUNTY OF RIVERSI SHEET NO.
°fESS
IRVINE INC
N►UDD(Fs� �1 FOR TRANSPORTATION DEPT., RIVERSIDE COUNTY CALIFORNIA TRACT NO. 23467--4
° >> INLAND EMPIRE REGION2
� a NO. 58020 m f R.C.E. N0. � '�` � 2900 ADAMS STREET, SUITE A-15
PHASE 9 N
Z I
r EXP. 6/30/02 3 RIVERSIDE CA 92504 (9091352-7200 OF SHTS
The private engineer signing these plans is responsible for assuring the accuracy DATE CC / PREPARE B DATE ff OF RELATIONS LOTS 8-` 1 1 & 51 -- 61
and acceptability of the design hereon. In the event of discrepancies arising after � `I'J►
county approval or during construction, the private engineer shall be responsible DATE BY MARK AP P R. DATE CHECKED BY
19r �I�I� ��' RECISE GRADING PLAN FILE NO
�� F Fo SCALE AS NOTED A BRASS DISK STAhIPI~D RN CO.Ca. SUR. T-27-81 IN CONCRETE
\ o� BENCH MARK �+ *0.3 All. SLY. OF BUTIMELD STAGE RD. t12' W. OF
for determining on acceptable solution or revising the plans for approval by ENGINEER R EVI S I 0 N S COUNTY DATE ��`�� PAUL R U D D LESTON J R. AN'M�DwY. +45' N. OF C/L RANCHO CWF: RD. IN AN F �
the county. DESIGNED BY DRAWN BY CHECKED BY
R.C.E. N0. 58020 EXP• DATE fi 3002 DATE JANUARY 2001 �► � W. OF llT1L11Y F'OL.E ,�17511goE W.O.
ELEVATION - 1230.56 CENTEX HOMES 0919-•-23067
ESTIMATE OF QUANTITIES
NO. DESCRIPTION QUANTITY UNIT
A LANDSCAPE"AREA DRAIN PER DETAIL HEREON• 0 EACH
B CURB MIXET PER DETAIL HEREON. 0 EACH
C r A•B.S. PIPE 0 L.F.
D CON5mwT RETAINHIAG wL PER RN. CO. FDRM 284--197 REV iQ/94 94 LF
E CONSTRUCT RETAINING 164L. W14M FENCE A80ME PER DETAIL HEREON. 0 LF.
F Ra( ME& REPLACE DMWMY AS ACCESSARY. 8 LF
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N I � HP PLAN 2 . CSg 7 94R q 2 2
I , .9 P= 1226.3 I, ^ PLAN 2 �. 2090R 648E
to I cv g2648R o a I FF= 126.8 co g2648R P= 1228.4 �-�` 1228•8
2090R .f P= 1224.8 P= 1227.7 FF= 1228.9 '? _ 122,9.3
P= 1222.8 0 FF= 1225.3
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h 44 .. - �- _ 2648.E •F ! GFF° -_ w
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Al
�' �` �o► •2' j FP= 122 7 fi o -1 _ 1LU
s
F 4 5, r o ¢
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N nI `' n�,.:. ti F j m �N '� a °' ti a p FF_ 1228.6 0 794 '�, N
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Underground Service Alert 0*
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Call: TOLL FREE
. ,* '
1-80000
227 -2600 Z:
TWO WORKING DAYS BEFORE YOU DIG 0 15 30 60 90 120
m
0
"CAUTION": Remember that the USA Center °0
notifies only those utilities belongin to ro
the center. There could be other Alities SCALE: 1"=30' o
present at the work site. The center will z
inform you of whom they will notify.
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M
RECOMMENDED FOR SEAL �«„ SEAL APPROVED BY DATE ,R , - "; OFSHEET No.
APPROVAL r�= HUNSAKER & ASSOCIATES COUNTY
Q�°FES$, IRVINE INC
q �►UDO[fs� �, FOR TRANSPORTATION DEFY.. RIVERSIDE f�l1NTY CALJFDRNIA n TRACT NO. 23067 4
o �111INLAND EMPIRE REGIOCD
N3 N
4 N 5802 z Y R.C.E. NO. 2900 ADAMS STREET, SUITE A-15 PHASE 9
' � 62 RIVERSIDE CA 92504 (909)352-7200 OF 3
SHTS The private engineer signing these plans is responsible for assuring the accuracy DATE � PREPARED BY ATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS8- 11 & 51 61 o
and acceptability of the design hereon. In the event of discrepancies prising after CHECKED �l`n�' ��� FILE NO.
coup approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. A ECKED BY l�9TF Cly{ OSS' SCALE AS NOTED A i r>3c srAtY CO. Ste• T-27-81 RPRECISE GRADING PLAN O
`� PAUL R. DDLE JR. BENCH MARKFLM Y M. N!� �, t ,
for determining an acceptable solution or revising the plans for approval by ENGINEER REVISIONS COUNTY DATE ��`� DATE ANaASPH T AREA #2' W. of UTILITY POLE ,�1Ts11 soE FOR W.0.
the county. ,, DESIGNED BY DRAWN BY CHECKED BY R.C.E. 0. 58020 EXP. DATE 6 30 02 JANUARY 2001 ELEVATION - 1230.56
CENTER HOMES 0919-23067
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